Mitigation of seismic and vibration responses for structure-equipment coupled system using 3D isolation friction pendulum bearing

IF 6.4 1区 工程技术 Q1 ENGINEERING, CIVIL Engineering Structures Pub Date : 2025-06-01 Epub Date: 2025-03-18 DOI:10.1016/j.engstruct.2025.120126
Longfei Meng , Lihua Zhu , Yu Bai
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Abstract

Large-scale dynamic equipment is often installed in multi-storey industrial buildings and its vibrations may potentially lead to malfunction of precise equipment or even structural damages. 3D isolation friction pendulum bearing (3D-FPB) is proposed in this study, aiming to mitigate seismic and vibration for structure-equipment coupled systems. According to the geometric characteristics of the 3D-FPB, horizontal and vertical mechanical analyses were developed. Subsequently, shaking table experiments and vibration excitation experiments were conducted on a reduced scale structure in reference to an actual coal crusher room. The experimental results showed that the 3D-FPB can effectively mitigate the acceleration responses of both structure and equipment and reduce the interlayer displacement of the structure. The 3D-FPB exhibited excellent hysteretic behavior and self-centering capability, with relatively small residual displacements. Under an operational frequency of the equipment, the mitigated peak acceleration of the structure was reduced by more than 69 %, and the acceleration vibration level was reduced by over 12 %, in comparison to the unmitigated structure.
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用三维隔震摩擦摆轴承减轻结构-设备耦合系统的地震和振动响应
大型动力设备经常安装在多层工业建筑中,其振动可能导致精密设备故障甚至结构损坏。为了减轻结构-设备耦合系统的地震和振动,本文提出了一种三维隔震摩擦摆轴承。根据3D-FPB的几何特性,分别进行了水平和垂直力学分析。随后,参照某煤矸石破碎室的实际情况,在缩尺结构上进行了振动台实验和振动激励实验。实验结果表明,3D-FPB可以有效地缓解结构和设备的加速度响应,减小结构的层间位移。3D-FPB具有优异的滞回性能和自定心能力,残余位移相对较小。在设备工作频率下,与未减振的结构相比,减振后的结构峰值加速度降低了69 %以上,加速度振动水平降低了12 %以上。
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来源期刊
Engineering Structures
Engineering Structures 工程技术-工程:土木
CiteScore
10.20
自引率
14.50%
发文量
1385
审稿时长
67 days
期刊介绍: Engineering Structures provides a forum for a broad blend of scientific and technical papers to reflect the evolving needs of the structural engineering and structural mechanics communities. Particularly welcome are contributions dealing with applications of structural engineering and mechanics principles in all areas of technology. The journal aspires to a broad and integrated coverage of the effects of dynamic loadings and of the modelling techniques whereby the structural response to these loadings may be computed. The scope of Engineering Structures encompasses, but is not restricted to, the following areas: infrastructure engineering; earthquake engineering; structure-fluid-soil interaction; wind engineering; fire engineering; blast engineering; structural reliability/stability; life assessment/integrity; structural health monitoring; multi-hazard engineering; structural dynamics; optimization; expert systems; experimental modelling; performance-based design; multiscale analysis; value engineering. Topics of interest include: tall buildings; innovative structures; environmentally responsive structures; bridges; stadiums; commercial and public buildings; transmission towers; television and telecommunication masts; foldable structures; cooling towers; plates and shells; suspension structures; protective structures; smart structures; nuclear reactors; dams; pressure vessels; pipelines; tunnels. Engineering Structures also publishes review articles, short communications and discussions, book reviews, and a diary on international events related to any aspect of structural engineering.
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